An EXAFS Study on Sr and Cs Speciation in Clayey Soils at Nuclear Legacy Sites

Polyanionic clusters of post-transition elements : EXAFS study of their solutions

Journal de Chimie Physique ◽

10.1051/jcp/1989861643 ◽

1989 ◽

Vol 86 ◽

pp. 1643-1650 ◽

Cited By ~ 4

Author(s):

H. Mercier ◽

C. Belin

Keyword(s):

Transition Elements ◽

Exafs Study

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EXAFS Study of Refractory Cement Phases: CaAl2O14H20, Ca2Al2O13H16, and Ca3Al2O12H12

Journal de Physique III ◽

10.1051/jp3:1995229 ◽

1995 ◽

Vol 5 (11) ◽

pp. 1849-1864 ◽

Cited By ~ 2

Author(s):

N. Richard ◽

N. Lequeux ◽

P. Boch

Keyword(s):

Refractory Cement ◽

Exafs Study

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EXAFS STUDY ON RADIATION INDUCED DEFECTS

Le Journal de Physique Colloques ◽

10.1051/jphyscol:19868202 ◽

1986 ◽

Vol 47 (C8) ◽

pp. C8-1045-C8-1048

Author(s):

T. BOLZE ◽

J. PEISL

Keyword(s):

Radiation Induced ◽

Exafs Study ◽

Induced Defects

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EXAFS STUDY OF c-Si, a-Si AND a-Si : H

Le Journal de Physique Colloques ◽

10.1051/jphyscol:1986874 ◽

1986 ◽

Vol 47 (C8) ◽

pp. C8-379-C8-382 ◽

Cited By ~ 7

Author(s):

A. MENELLE ◽

A. M. FLANK ◽

P. LAGARDE ◽

R. BELLISSENT

Keyword(s):

Exafs Study

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EDGE AND EXAFS STUDY OF CHARCOAL SUPPORTED Pt-Fe CATALYSTS

Le Journal de Physique Colloques ◽

10.1051/jphyscol:1986857 ◽

1986 ◽

Vol 47 (C8) ◽

pp. C8-297-C8-300 ◽

Cited By ~ 2

Author(s):

B. MORAWECK ◽

P. BONDOT ◽

D. GOUPIL ◽

P. FOUILLOUX ◽

A. J. RENOUPREZ

Keyword(s):

Exafs Study ◽

Fe Catalysts

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EXAFS STUDY OF NICKEL AND IRON PRECURSORS OF HOMOGENEOUS ZIEGLER-TYPE HYDROGENATION CATALYSTS

Le Journal de Physique Colloques ◽

10.1051/jphyscol:1986845 ◽

1986 ◽

Vol 47 (C8) ◽

pp. C8-243-C8-248 ◽

Cited By ~ 1

Author(s):

C. ESSELIN ◽

E. BAUER-GROSSE ◽

J. GOULON ◽

C. WILLIAMS ◽

Y. CHAUVIN ◽

...

Keyword(s):

Hydrogenation Catalysts ◽

Exafs Study

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TIME TO THE END OF PRIMARY CONSOLIDATION (EOP) OF SOFT CLAYEY SOILS: CONCERNING THE EFFECT OF ATTERBERG’S LIMIT AND CYCLIC LOADING HISTORY

HUE UNIVERSITY JOURNAL OF SCIENCE TECHNIQUES AND TECHNOLOGY ◽

10.26459/hueuni-jtt.v128i2b.5424 ◽

2019 ◽

Vol 128 (2B) ◽

pp. 29-41

Author(s):

Trần Thanh Nhàn

Keyword(s):

Cyclic Loading ◽

Pore Water ◽

Pore Water Pressure ◽

Water Pressure ◽

Clayey Soils ◽

Loading History ◽

Cyclic Shear ◽

Wide Range ◽

Primary Consolidation ◽

Time Required

In order to observe the end of primary consolidation (EOP) of cohesive soils with and without subjecting to cyclic loading, reconstituted specimens of clayey soils at various Atterberg’s limits were used for oedometer test at different loading increments and undrained cyclic shear test followed by drainage with various cyclic shear directions and a wide range of shear strain amplitudes. The pore water pressure and settlement of the soils were measured with time and the time to EOP was then determined by different methods. It is shown from observed results that the time to EOP determined by 3-t method agrees well with the time required for full dissipation of the pore water pressure and being considerably larger than those determined by Log Time method. These observations were then further evaluated in connection with effects of the Atterberg’s limit and the cyclic loading history.

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